HomeMy WebLinkAboutIV FOUNDATION FRAMING PLAN4" X 4" P.T, WOOD
POSTS W/ SIMPSON
A5U44Z (SS) POST BASE
(TYPICAL FOR ALL)
PROPOSED
CONCRETE SLAB
5,15' N,A.V.D.
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4" X 4" P,T. WOOD
POSTS W/ 91MPSON
ABU44Z (SS) POST B
(TYPICAL
(TYPICAL FOR ALL)
2" X 8" P.T. LEDGER
2" X 8" FLOOR JOIST
AT I6" 0/C MAXIMUM
W/ SIMPSON LUC26Z
AT EACH JOIST END
2"X10"1
FLOOR Ji
24" O/C 1
W/ SIMPS
LUC21OZ .
JOIST ENI
DSL, 2"
LEDGER
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6-7„
4 1/2"
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8" C.M.U. WALL
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2" X 6" FRAME WALL
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BAR DOWELED TO FOOTING 4 HOOKED
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TO BEAM s ALL WINDOWS, DOORS,
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5-T"
4" X 4" P.T. WOOD POSTS W/
SIMPSON ABU44Z (SS) POST BASE
(TYPICAL FOR ALL) -�
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NEATER ',
TANK
1.0' N,A,V,D, II IJ
4" THICK CONCRETE SLAB W/ 6" X 6" 10/10 W.W.F. OR N
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FIBERMESH OVER VAPOR BARRIER OVER CLEAN, - 1
COMPACTED AND TERMITE TREATED SOIL L
(2,500 P.S,F, SOIL MIN.) N
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81-101
45'-0"
- -- ---------------------- - -- - - -
�- EXISTING CONCRETE SLAB
5,15' N.A,V,D.�
62'-4"
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8'-10 112" 8'-10 1/2"
4'-111'
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PROPOSED
4' 0"CONCRETE SLAB
f - 5,15' N.A,V,D,
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9! 4" X 4" P.T. WOOD POSTS W/
SIMPSON A5U44Z (SS) POST
❑ lB 60 BASE (TYPICAL FOR ALL)
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FLAT
LANDING
11:12 SLOPE
RAMP
4" X 4" P.T, WOOD POSTS
W/ SIMPSON ABU44Z (SS)
POST BASE (TYPICAL
FOR ALL)
EXISTING
CONCRETE SLAB
5.15' N.A.V,D.
FOUNDATION
PLAN
1/411 = 11-011
FOUNDATION NOTES
BOTTOM OF ALL FOOTERS MUST BE MINIMUM 12" BELOW FINISH GRADE
THE OUTER BAR OF ALL EXTERIOR LOAD BEARING FOOTERS SHALL BE CONTINUOUS AROUND
CORNERS OR BY BENDING WITH MINIMUM 30" LAP EACH DIRECTION
ALL FOOTER BARS SHALL HAVE MINIMUM 3" CONCRETE COVER WHERE THE CONCRETE IS CAST
AGAINST THE EARTH OR 1 1/2" WHERE THE CONCRETE IS EXPOSED TO EITHER WEATHER OR THE
EARTH
ALL DOWEL BARS SHALL HAVE A STANDARD SO DEGREE HOOK AND BE EMBEDDED 6" INTO
FOOTING
DOWEL BARS SHALL LAP VERTICAL WALL REINFORCING BARS MINIMUM OF 30"
PLEASE NOTIFY THIS OFFICE OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH ANY WORK
BLOCK OUT 1 1/2" AT ALL EXTERIOR SWINGING DOORS
NOTCH SLAB 1 1/2" AT ALL S.G.D. AND O,H,D.
DEPRESS SLAB AS REQUIRED FOR SHOWERS, FLOOR FINI
DRAWING LEGEND
8" C.M.U. WALL
:......:
2" X 6" FRAME WALL
8 X 8 CONCRETE FILLED CELL W/ 1 - *5
BAR DOWELED TO FOOTING 4 HOOKED
ILL
TO BEAM s ALL WINDOWS, DOORS,
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CORNERS t AT 48" O/C MAXIMUM
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8" LONG *5 DOWEL
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REVISIONS
O 4 DEG 1 9
---
Or. JAN 2 O
28 APR -2 0
21 MAY 2 O
29 W4 2O
----- --- --
29 XL 20
2 OCT I9
O
18163
0
3
OF SEVEN
0
1/411 = 11-011
---------------------------- ---
4" X 4" P.T. WOOD POST
10" 5/8" CARRIAGE BOLTS W/ WASHERS AND NUT
TREAD SINGLE 2" X 8" OR DBL, 2" X 10"
w SIMPSON "LUC26Z OR LUC210Z
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a 2" X 6" P.T. LEDGER
CARRIAGE BOLTS W/ WASHERS AND NUT
SIMPSON *LUC26Z
2" X 12" STRINGER
C SIMPSON OML23Z
SIMPSON ABU44Z (SS)
POST BASE
5/8" WEDGE ANCHOR (3"
MIN, PENETRATION)
STAIR DETAIL NOT TO SCALE
ALL METAL CONNECTORS AND ANCHOR SHALL BE CORROSION RESISTANT